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BT_1E311 <br />28'1" <br />3'-2" <br />22'-2" <br />3'4" <br />36'-2" <br />T-6" <br />Q <br />T� OP OF <br />SLAB <br />FM-12X12 — F_ — <br />— — 1 <br />— <br />— — — FM-12X18— — — <br />— —ii� <br />4'CONC. IN <br />X <br />SLAB <br />ILL <br />I' <br />Ow <br />•, <br />// <br />LL <br />Ig <br />3 1/2" I <br />+- LF-24X24 <br />T10" <br />6'-2" <br />/ <br />i <br />FM-12X18 EXTEND <br />,.1 <br />SLAB 1 1/2" <br />4" PVC <br />1A <br />CHASE/ <br />i/ <br />/ <br />O <br />i <br />I <br />TP OF <br />TOP OF <br />`� <br />SLAB <br />/ <br />N <br />'I <br />// <br />I/ <br />LL <br />/ <br />If/ <br />%f <br />N <br />Ij <br />/f <br />i/ <br />/ <br />19'-0" <br />5'4" <br />f i 75'-8" <br />/r <br />_ <br />TEA <br />— <br />I <br />I <br />N <br />+:5 1/2" <br />5 <br />I <br />1.1 I <br />I <br />I <br />I <br />�I <br />m <br />I <br />NI <br />I <br />I <br />w <br />a <br />I <br />,A <br />N <br />LL <br />I <br />1 <br />EXTEND <br />SIM• <br />SLAB 1 1/2" <br />1A 2 <br />4" CONC. m FM-12X18 <br />SLAB awl <br />1.1 1.1 <br />I <br />1.0-3 112" y n.l I <br />3' 5„ <br />LL BIM. <br />1 1 <br />L•---- <br />0 <br />2 1A <br />71/2" <br />1 <br />to 1 <br />1.1 <br />^? <br />I <br />L 1.1 <br />FM-12X18 1.1 Lt J <br />— — — — — <br />0 <br />FMC-12X18 v <br />— — <br />FM-12Xl8 <br />— — — — — — <br />FMC-12X18 <br />— <br />4 <br />4 <br />T-10" <br />10'-2" <br />2,1" <br />16'-0" <br />2'4„ <br />21'4" <br />14'-0" 4,4• <br />39'-8" <br />�j <br />lw <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE + 9-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION+ 0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT, <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATES 05 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/60246, USING: Fm = 2,000 PSI, TYPE "M" OWS" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. VVIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />TEA <br />8" <br />SEE PLAN <br />td' <br />FM-12xl2 <br />1T <br />CONTINUOUS <br />17, <br />FM-12x18 <br />1T <br />CONTINUOUS <br />16, <br />=.I(( <br />FMC-12x18 <br />17, <br />CONTINUOUS <br />16' <br />F-24x24 <br />11,24" <br />1T <br />-)(I <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-O" <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />£ <br />t <br />A <br />UBDM Ae LOT <br />ABBOTT PARK <br />LOT #18 BLK. #12 <br />PHASE:4C <br />PROJECT* <br />04181.04C-18121 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />1 RIGHT <br />PAGE: <br />FO UNDATIO N <br />PLAN <br />160 MPH EXP. C <br />